RU2009133835A - REINFORCEMENT HAVING A CELLULAR STRUCTURE FOR RETAINING SOIL PARTICLES - Google Patents

REINFORCEMENT HAVING A CELLULAR STRUCTURE FOR RETAINING SOIL PARTICLES Download PDF

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Publication number
RU2009133835A
RU2009133835A RU2009133835/21A RU2009133835A RU2009133835A RU 2009133835 A RU2009133835 A RU 2009133835A RU 2009133835/21 A RU2009133835/21 A RU 2009133835/21A RU 2009133835 A RU2009133835 A RU 2009133835A RU 2009133835 A RU2009133835 A RU 2009133835A
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RU
Russia
Prior art keywords
welding
reinforcement
transverse
longitudinal reinforcing
reinforcement according
Prior art date
Application number
RU2009133835/21A
Other languages
Russian (ru)
Other versions
RU2426831C2 (en
Inventor
Джин Суп ШИМ (KR)
Джин Суп ШИМ
Джунг Джо ЮУУ (KR)
Джунг Джо ЮУУ
Original Assignee
Голден-Пау Ко., Лтд. (Kr)
Голден-Пау Ко., Лтд.
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
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Application filed by Голден-Пау Ко., Лтд. (Kr), Голден-Пау Ко., Лтд. filed Critical Голден-Пау Ко., Лтд. (Kr)
Publication of RU2009133835A publication Critical patent/RU2009133835A/en
Application granted granted Critical
Publication of RU2426831C2 publication Critical patent/RU2426831C2/en

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Classifications

    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02B—HYDRAULIC ENGINEERING
    • E02B3/00—Engineering works in connection with control or use of streams, rivers, coasts, or other marine sites; Sealings or joints for engineering works in general
    • E02B3/04—Structures or apparatus for, or methods of, protecting banks, coasts, or harbours
    • E02B3/12—Revetment of banks, dams, watercourses, or the like, e.g. the sea-floor
    • E02B3/122—Flexible prefabricated covering elements, e.g. mats, strips
    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01C—CONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
    • E01C11/00—Details of pavings
    • E01C11/16—Reinforcements
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D17/00—Excavations; Bordering of excavations; Making embankments
    • E02D17/20—Securing of slopes or inclines
    • E02D17/202—Securing of slopes or inclines with flexible securing means
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D29/00—Independent underground or underwater structures; Retaining walls
    • E02D29/02—Retaining or protecting walls
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D2600/00—Miscellaneous
    • E02D2600/40—Miscellaneous comprising stabilising elements

Landscapes

  • Engineering & Computer Science (AREA)
  • General Engineering & Computer Science (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Mining & Mineral Resources (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Paleontology (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Environmental & Geological Engineering (AREA)
  • Ocean & Marine Engineering (AREA)
  • Mechanical Engineering (AREA)
  • Architecture (AREA)
  • Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)
  • Investigation Of Foundation Soil And Reinforcement Of Foundation Soil By Compacting Or Drainage (AREA)
  • Revetment (AREA)

Abstract

1. Армирование, имеющее сотовую структуру, для удерживания частиц почвы, где поперечные армирующие кордные нити и продольные армирующие кордные нити переплетены друг с другом с образованием сетчатого листа, имеющего отверстия заданного размера, и затем, после сварки плавлением листов, сформированных таким образом, через правильные интервалы по ширине, образовано множество ячеистых сеток сотовой структуры путем вытягивания полученной структуры в обоих направлениях. ! 2. Армирование по п.1, отличающееся тем, что формы рисунка переплетения поперечных и продольных армирующих кордных нитей выбраны из +, × и *. ! 3. Армирование по п.1, отличающееся тем, что сварка плавлением выбрана из ультразвуковой сварки, сварки расплавом, сварки горячим клином и сварки горячим воздухом. ! 4. Армирование по п.1, отличающееся тем, что концы поперечных и продольных армирующих кордных нитей являются острыми. 1. Reinforcement having a honeycomb structure for retaining soil particles, where the transverse reinforcing cords and longitudinal reinforcing cords are intertwined with each other to form a mesh sheet having holes of a predetermined size, and then, after fusion welding, the sheets thus formed through regular spacing across the width, a plurality of honeycomb meshes are formed by stretching the resulting structure in both directions. ! 2. Reinforcement according to claim 1, characterized in that the patterns of the weave pattern of the transverse and longitudinal reinforcing cords are selected from +, × and *. ! 3. Reinforcement according to claim 1, wherein the fusion welding is selected from ultrasonic welding, fusion welding, hot wedge welding and hot air welding. ! 4. Reinforcement according to claim 1, characterized in that the ends of the transverse and longitudinal reinforcing cords are sharp.

Claims (4)

1. Армирование, имеющее сотовую структуру, для удерживания частиц почвы, где поперечные армирующие кордные нити и продольные армирующие кордные нити переплетены друг с другом с образованием сетчатого листа, имеющего отверстия заданного размера, и затем, после сварки плавлением листов, сформированных таким образом, через правильные интервалы по ширине, образовано множество ячеистых сеток сотовой структуры путем вытягивания полученной структуры в обоих направлениях.1. Reinforcement having a honeycomb structure for holding soil particles, where the transverse reinforcing cord threads and longitudinal reinforcing cord threads are intertwined with each other to form a mesh sheet having holes of a given size, and then, after fusion welding of the sheets thus formed through regular intervals in width, many cellular meshes of the honeycomb structure are formed by stretching the resulting structure in both directions. 2. Армирование по п.1, отличающееся тем, что формы рисунка переплетения поперечных и продольных армирующих кордных нитей выбраны из +, × и *.2. Reinforcement according to claim 1, characterized in that the shapes of the weave of the transverse and longitudinal reinforcing cord threads are selected from +, × and *. 3. Армирование по п.1, отличающееся тем, что сварка плавлением выбрана из ультразвуковой сварки, сварки расплавом, сварки горячим клином и сварки горячим воздухом.3. Reinforcement according to claim 1, characterized in that the fusion welding is selected from ultrasonic welding, melt welding, hot wedge welding and hot air welding. 4. Армирование по п.1, отличающееся тем, что концы поперечных и продольных армирующих кордных нитей являются острыми. 4. Reinforcement according to claim 1, characterized in that the ends of the transverse and longitudinal reinforcing cord threads are sharp.
RU2009133835/21A 2007-12-20 2008-08-06 Reinforcement that has honeycomb structure, to retain soil particles RU2426831C2 (en)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
KR1020070134077A KR100834784B1 (en) 2007-12-20 2007-12-20 Sol particle confinement cellular reinforcement
KR10-2007-0134077 2007-12-20

Publications (2)

Publication Number Publication Date
RU2009133835A true RU2009133835A (en) 2011-06-27
RU2426831C2 RU2426831C2 (en) 2011-08-20

Family

ID=39769891

Family Applications (1)

Application Number Title Priority Date Filing Date
RU2009133835/21A RU2426831C2 (en) 2007-12-20 2008-08-06 Reinforcement that has honeycomb structure, to retain soil particles

Country Status (11)

Country Link
US (1) US20100104367A1 (en)
EP (1) EP2158365A4 (en)
JP (1) JP4688958B2 (en)
KR (1) KR100834784B1 (en)
CN (1) CN101641479B (en)
AU (1) AU2008341376B2 (en)
BR (1) BRPI0808931A2 (en)
CA (1) CA2680850A1 (en)
EG (1) EG26447A (en)
RU (1) RU2426831C2 (en)
WO (1) WO2009082077A1 (en)

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KR101093673B1 (en) * 2009-02-06 2011-12-15 주식회사 대한아이엠 Reinforcement for soft ground
ES2685071T3 (en) * 2009-04-15 2018-10-05 TenCate Grass Holding B.V. Method to form an artificial grass layer and artificial grass product to be used on it
KR100922190B1 (en) * 2009-05-28 2009-10-19 변영식 Ultrasonic Multi-Welding System of Geo Cell Sheet and Method thereof
KR101105246B1 (en) * 2011-03-15 2012-01-13 주식회사 골든포우 Construction of sol particle confinement cellular reinforcement
KR101124654B1 (en) 2011-04-06 2012-03-20 주식회사 골든포우 Method for installing the sol particle confinement cellular reinforcement
KR101133251B1 (en) 2011-11-10 2012-04-05 주식회사 골든포우 Sol particle confinement cellular reinforcement
WO2013191313A1 (en) * 2012-06-19 2013-12-27 Byeon Chanwoo Ecologically sustainable multi-cell and multi-lane structured biotope system utilizing wetland, pond, and settling reservoir structures
CN105484276B (en) * 2016-01-25 2018-02-13 泰安市科闰新材料有限公司 A kind of high grid for being molded welding and forming node
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KR102458765B1 (en) 2020-04-08 2022-10-26 주식회사 성광산업 Method for manufacturing granular confinement honeycomb reinforcement
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Also Published As

Publication number Publication date
EP2158365A1 (en) 2010-03-03
BRPI0808931A2 (en) 2014-10-07
CA2680850A1 (en) 2009-07-02
CN101641479A (en) 2010-02-03
KR100834784B1 (en) 2008-06-10
EG26447A (en) 2013-11-10
EP2158365A4 (en) 2013-10-23
JP4688958B2 (en) 2011-05-25
WO2009082077A1 (en) 2009-07-02
AU2008341376A1 (en) 2009-07-02
JP2010521602A (en) 2010-06-24
AU2008341376B2 (en) 2010-10-21
CN101641479B (en) 2011-05-04
RU2426831C2 (en) 2011-08-20
US20100104367A1 (en) 2010-04-29

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MM4A The patent is invalid due to non-payment of fees

Effective date: 20130807